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HomeMy WebLinkAbout1973 S0929(4) .pdfA INDEX OF SHEETS SHEET NO. I TITLE SHEET NO. 2 TYPICAL CROSS SECTIONS SHEET NO. 2 ESTIMATE OF QUANTITIES SHEET NO. - MISCELLANEOUS QUANTITIES SHEET NO. - RIGHT OF WAY PLAT SHEET NO,5-S3 PLAN AND PROFILE STA. 1+00 TO STA. 108+00 SHEET No, 6-GR STANDARD DETAILS SHEET NO. - DRAINAGE STRUCTURES SHEET NO.8_8,9 GROSS SECTIONS TOTAL. SHEETS . 23 ADT(1973) 330 AST(1993) 525 OHV 80 D 50 i T IY2-/ V 50 M.P.H. STATE OF # tEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLAN AND PROFILE OF PROPOSED IOWA P'IT" - BALDWIN G.T.H. " J" ST. CROIX COUNTY GT 9DENTIFICATION NUMEEA FEr/C�{RAL PRQpJE/G/�T i8946-3-71 /OY�E}51GN{/&yTICK S O V 2 V( 0 4 RO' 1 E H I I FT, SCALES lRRPi46R. tN.— tM FT, YYRT, i IN, °• 19 R. CRC49 4FCIlONS OR. t IN. —10 ". YYRT. I IN,>`C FY. r APPROR. iOOFT, EAST OF THE SW. C09 OF ,.. , .w� < .......,.. -. .... _... __.. R-ITW R-IS-W SEC.2T,T-29-N,R-IT•W,. SEC. 2S, T•29-N, R-1TW STATE LINE CULVERTS IN PLACE. COUNTY LINE"., , CULVERTS REQUIRED.... ...... TOWNSHIP OR RANGE LINE__ DROP INLET...... SECTION LINE ....... _ .,... .®m.._..__....._ POWER POLE.... ._.... .., _._14 NEW RIGHT OF WAY LINE, ....._.....— TELEPHONE OR TELEGRAPH POLE ., ...... i PRESENT RIGHT OF WAY LINE... RIGHT OF WAY MARKERS........... WIRE FENCE WOVEN . —. —..m REFERENCE STAKE FOR NUBS ONLY -spa MARSH_ LOT LINE.,,, .... . ...... ---- ......,.. HEDGE CORPORATE OR CITY LIMITS.. "" TREES,... PROPERTY LtNE. " TRAVELED WAY OR PE.. _. .. ."'" GRUUND ELEVATION RAILROADS fU EASE ORSURVEY LINE._>....__ GRADE ELEVATION. ..=_=°''-S ALL CO'ORCINATES SHOWN ON THIS PLAN ARE REFERENCED TO THE WISCONS,N COORDINATE SYSTEM, CENTRAL ZONE, AND ARE SCALED FROM US,G.S. TOPOGRAPHIC MAP, BALDWIN WISCONSIN, QUADRANGLE FOR IDENTIFICATION ONLY. Al� SCALE D MILES TOTAL NET LENGTH OF CENTERLINE • 2.019 MI, e n.rx w.xa4P4 MHM6[9T aP MN Va44t4tQY DIVISION OF HIGHWAY - ."',HAY cwecee4—. OQ9�5Fe+ ST CRpX GQ. C, O. 4N[Cs[i R f_=___ q(uFox mad V 4. J(sW!eSM .......... 4Yv. [:Cnt4 n.waA, 4aq `.4 mow. r(:iry A ei9(CPoS. F,I. 26-40,60 W37F —'i Axn "I, 03", AZ. 180- 3V 8946,34 1 W*K* A It It, P.O.T. 0-00 In ir 5 S 0929(4) PLAN AND PROFILE FOR 73 z z w Q CJM. 'J' ST.CROIX CO cc SYRUS Q, LESTRUG In PARCEL NO, I O�22 ACRE FEE TJ 69.2 ACRES RVOINM 6 SW INTERCEPTING DICAMU) OAENT < E w Ln STk 23!50 TO 26tW LT. 135 S'Y m aTA. MCO TO 30!50 ET 225 S.Y.S3 KA%PIIL GAS LINE STA, 16-13 NCRTKIMN Wi;5iAL GAS CO BEGIN PROJECT 50929(4) 5, m1w STA, 1-00 20 30 C, to 5 451 -------- - - - - - - - —37 - - - - - - - - n 89V 48 W I.P. 40 COR 5 �4 STA. 13-19.8 I,P� S� 1/4 COR� SEC, 27 �P. S�W� COP. OF SEC, 27, 5,95' RT T-29,4, R,17,ff T-29-M, R-17-9, C. AL\ N STA, 26-40 60, �2 0' RT� STA. 0-00 4 .7 < RbNNINGEN i n -:, F z MRCEL NO 8 O�29 ACRE FEE IS CTRCON ARAM ;;�-D.ZLAO REM, 08 m PARCEL NC), 3 43 ACRES FEE T RESIDENT ENGINEER NOTE Z j 78.6 ACRES PERAWNG z zr PERPETUATE KAAWITS IN ACDCREANCE MI IN 71 0 WISCONS, STATUES 59,635 AND 6037 , I w C ALVIN ROWMEN T AL z REQ'D' P. STALOCAT�M MCIM4EN 0-00 4 3 O. 71 ACRES FEE CA PARCEL W,2 TS 1-00 TO STA 30-00 5 95' RT. 3 CJ STA 13.tMo 3C8A ACRES nEWNING < NO CLEARM CP GPUSWtAS 26-40 60 12,00' RT, 3 BENQI-MARKS 4i �NO—T—STA �� - Q_lSPIKf I�R gq TOP ,G�LINE,.ANT PO!il--T NET LENGTH OF CE14TEPLIME SPA. TO 30 Z900 LIN. FT.. 15+I3. 941 ND 12 234: y 1-7 7� OLL b z Lao- t -77 =_1 LZD- 7-r F FIN 5-ED GR t -0 LIQ--T- 4� c �T GAS !2 LACL 400' TST _dwI MA4 R-0 '0 -A ----- - - - - A- - STA, 5!00 1,54'X 34 G, P, IN ICE` I'54-x 50 CL I I I I P, REWD I ARKMN MALLS R9 'D 7- 7 o 0 -7 ------ - 2 25 6 7 5 6,, 7 6 d Ai:, lii-&; STAI'5�6'+ 15 43 AS 10-00 TN. FIC, "ILLI AM O, FOERSTER SR, PARCEL NO.4 30 ACRES FEE 7' f' 93,5 AMES PDOINING S 0929(4) STA. II.Do TNpo. PLAN PROFILE FOR PI w !2 CONST. F.E, RT, C.T.H AND jw ST. CROIX Co STA, 46-15 1-18'X 221 OL III C.P.PEO,o q Ni CONST, P.E. LT, Z-APPON ec"ALLS SrA. 52«81,79 CONST TYPE V CONN, LT a FIT ST,CROD( CO, ELECT, CO.Cp BALCAIN, "Is BALLWIN TEL C-0, -BALCIIIN, wis, 30 35 40 89-C9, 0, 45' 045 45' A"2 E �li�T --- ------- C.T,H - - - - - - - - - - ---------- 4U -A, T— ---------- -------- L -- — ----- 77 -- -- ` E -: 00, 00 45� L- 45� 270-49' 1. MCAIN, ols S,R MR SE 2 6 — -- - ----- ----- '49' E:'(TPUE3 ------ - r 751 =LCIIN T.-L CO I,P !Oj �l STA 45.13 STA 52-81.79 STA. 56!20 IONST P.E. PT. CONST, P.E.P7. STA, 39,60 DP4(N EK & AH ti < CONST, P E, RT, DRAIN Ex. & AH� CO OC 7' < m LU STA, 9!60 TN.po, 1 -24-X 52' CL, III C,P PEQ'D, 1- SOD OITCX (n 7 STA, 30-00 TO 60-00 (S I i �p I 2-ApgCN ENCWALLS PEQ,O, RESIDENT ENGINEER NOTE STA, 30t50 TO 32!CQ RT- 200 SO YO 0: 0 STA. 52-31.79 CLEARitc I STA. Q: GRUBBING STA, 0 SOD INTERCEMNS EteANKUUNT PERPETUATE IN STA, 53125 'TO 59!50 RT, 280 SD. r[t ELI WISCONSIN STATUTES. 59,635 & A OR (D REq,O, 0 13 IORT=s 0 a SOD FLUKS 0 w STA, 53!25 PT 55 ED yo, STA. 59-SO RT, 65 SO.YD. < 7,p _j F- NET LENGTH OF CENTTEFLINF STA, 30'00 TO 60-00 3000 LIN FT Lu LF-- _..... _..,.. �._.--.-____-__ ...__. _�. � i i 33. 4P�E�� E._FHR�S a fl---77 7- �r__ iFILL S. ST C�Y, L1,7 IN P Too C 11, m U,y ROM EAL si�. 30% - ----- - ---- Z -7 1 00, V,c STA, 4';j? CA,C P SS 1-72"X CATfLE P ST XT. 56 LEI- X 321 C,P IN PLACE HOP E ALI, j Pv G y C AGO BA,E C01 ST era. 45! 4 C.pi IN I -24'X CL III ID tit P 7 SKEW 30 7 4 35 P.O. 71-05 09 w +*,.r.*'�.«.® 8945,34t z PETERSON 1 7 �9M (r RIO�An S. PARCEL NO 6 m 092 71 0,25 ACRE FEE 37.3 ACRES REMAINING w w w I_ d PLAN AND PROFILE FOR m w w m 'z C.T.H. 'J',ST,CPGIX CO. STA� 73-21 E w CIO (3 STA. 81!25 CONST. P.E. STA. 84.15 LT. CONST P.E. LT. co ci STA, 63-54 CONST, P.E.LT CRAIN SK,& AN, UX 1-18'X 22' CL III C.P. REQ'O. I-18-x 22, CLJII C.P. REQIO. V CCNST F.E, LT, m 2,APROH ENCRALLS REQ'O. 2,APRON MWALLS REQIO. < CRAIN EA. &M. m 3: 0: P-1- 250, a: 2001 1 CARL C i N TEL CO _�=N, ALCA RIS ST,CPVX CO ELECT CO-CP JOHN MIKLA I PETERSON 8ALC61111, ME S3, 45' TREE 75 31 ------ ------ -- -------- - ---- -- --------------- ------ -- --- IJ- To T1:1 D7- 8 LLM EGGFN ET AL PARCEL NO 7 w LU 71 Z 0.24 ACRE FEE z 71 78,2 ACRES PD(AM?tG w CARL C. PETERSON ET AL w uj SCO INTERCEPTINKI E�BAMOAENT PARCEL N0'5 0.84 ACRE FEE STA, 60-00 TO 90-00 w a. STA. 66!50 M 71!!0 Rr� 225 SO YO, 269.5 AGES RUDI(AINING. No CLEARING OR GMIM11tc 51 SOC OfTCH STA, IEO-CO TO 62-'Q RT. 335 so Yo, ti 4.8 UENC"JAARKS DESCRIPTION=CLE,_ OF0TTTMTTE HQ45F T I VV9 _TQP L 90�C30'ELM TREERT.62 122e6 NET LENGIN OF CEIMMUNE SPA 60.00 TO 90-00 a 30M LIN, FT. 7-7— HALANICE sI. -FILL., 10 Y_ZO_ f =-4 ISO an_ OR I G I 4001 V�C-, . ..... ... 17 4E _Lzo L7D— -0 4% 7— ---- --- RADE, 606 V. C t Of STA1,2 4 A �'�64!O 40 C,P, IN CEO ------ 2124'X :APRC)4 E CL.111 C "ALLS RE P,PEqIo. T, 'Ci A 19 ad 400' Y-C It I� ry 7 130 LM 120 - ------ STA. ag-M 4CCD CEC P.El"E TF nQ(241 BOX IN PL !MZL, ICE RIP PAP PCHALLS IS "Y W C Y CR AGG @b_E C P A ll Z 1--n Jw i A_ i 80 1 2 4 65 90 1 2 i R I, AZ .I60e SPA. 105 •STA. 10-0 IM -' I SPA. t0t4O TN,RD > ; 1-42'X 48' CL,111 C,P. REa°D, a 2-MRp1 E'�KALLS REp'O. C"AST TA.O5.. 77 CNST. TYPE 'C' CONN. LT.3 PT, e-P ST, P ERIN, Co. ELECT. CO-CP fa BALGnlN< Kf S.LCKPN T J E{p [ EM1b RO 'ECT <G9 !n �' 50 + STA. t C6•CO 31 95 ©aLcniR. w S. Cp ( f ! . d f 0 _56 -- A te. .. ;� ... -"i B#•T6''E. (TPUEP I �P.LOT COR. t lI 270"29' STA,noz•ep zD CEC(L E. BQSMAN M- "# •�., «, ! .; �,g RESICENT CMOk:cER NOTE 41 j1 STA" 91.46STk �m FiaCE 1" I.P. AT InTERSHCTIpi OF a CCNST. P, E. RT" CCNSTg9P2E. RT. �� 310' NIGKRaY RIpd7 CF KAY At/J PPCPERTP pRAiN EK. S AN. [-IB"X 22° CL.It1 c 2 m a G E USE AS pf TCH CAM C.P R•a°0, 4 d ?`. — r j i LI AES N1tICN aF_ CET,.RY fNAEL¢ BY t _J ^ ? 2-APRCN ENZRALLS PEQIOD O 1 j I^� EXISTING PROPERTY CORNERS, m z Z p STA, 103•54 a "tl CCNST. P E. RT f °" STEEL PLATE BEAN GVAPC C% Q y O J i-I&°R 22' CL WP C P :{9"�. 129 LIN. FT.REQ'D. PN EACH ..! 4 q A,: 2•AF" RpMALLS. REWD QUACRANT CF BRIDGE (ATTACH TO ERt CGE7 STA. 9O+W z n I 4 ANC.-CRAGES PEO'D. TO CGRUS8 3 i O NO CLEARING OR Grit.'881NG "�{ o pp� IQ ^f N �$ . u a s in -e z G n.�6-4 NET LENGTH OF CENTERLENE STA. 90 TO ICB.W X75O.W LIN. FT. 7 4 F K t QE`,YFR ..._._.. _ _. _ ��}�Q:SPIKg„"{N Po �F 1-77 Y i 89aS•3•FI M:,,.r,.. 5.3 L:S O424(bp F$.0.N AIA PROFILE FW[ C.F.H. ",p° 5F, CRO{R CO.